JPH0272084A - Water tank - Google Patents

Water tank

Info

Publication number
JPH0272084A
JPH0272084A JP63213414A JP21341488A JPH0272084A JP H0272084 A JPH0272084 A JP H0272084A JP 63213414 A JP63213414 A JP 63213414A JP 21341488 A JP21341488 A JP 21341488A JP H0272084 A JPH0272084 A JP H0272084A
Authority
JP
Japan
Prior art keywords
water
water level
water supply
tank
main
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP63213414A
Other languages
Japanese (ja)
Other versions
JPH0563391B2 (en
Inventor
Nobuo Matsuhisa
信夫 松久
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MORIMATSU KOGYO KK
Original Assignee
MORIMATSU KOGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by MORIMATSU KOGYO KK filed Critical MORIMATSU KOGYO KK
Priority to JP63213414A priority Critical patent/JPH0272084A/en
Publication of JPH0272084A publication Critical patent/JPH0272084A/en
Publication of JPH0563391B2 publication Critical patent/JPH0563391B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:To permit an efficient water feed into a main and auxiliary tank and an easy inspection and maintenance of a water tank by providing a secondary water feed pipe of a small diameter, a main water feed pipe of a larger diameter passing through an auxiliary tank and a main valve outside the auxiliary tank for opening and closing the main water feed pipe by a low water level adjusting device. CONSTITUTION:When the water level in a main tank 1 is not higher than a predetermined low water level A, an auxiliary valve 8b actuates a main valve 8a to open to feed water into the tank through a main water feed pipe 7, which, provided with a large diameter to permit a large amount of water to be fed per unit time, is capable of filling the main tank 1 with water in a short time. When the water level reaches the predetermined low water level A, the main valve 8 is closed to discontinue water feed from the main water feed pipe 7. When the water level in an auxiliary tank 3 is higher than the predetermined low water level A and is not higher than a predetermined high water level, a secondary predetermined low water level valve 11 is opened to feed water from a secondary water feed pipe 10, which, provided with a small diameter, feeds the small portions of water. When the water level in the auxiliary tank 3 reaches the predetermined high water level, the secondary predetermined low water level valve 11 is closed to discontinue water feed from the secondary water feed pipe 10.

Description

【発明の詳細な説明】 発明の目的 (産業上の利用分野) 本発明は貯水タンクに関するものである。[Detailed description of the invention] purpose of invention (Industrial application field) The present invention relates to a water storage tank.

(従来の技術) 従来、貯水タンクには鉄製又は合成樹脂製のタンクが使
用されていた。しかし、衛生上、耐火上及び耐震強度の
観点により最近はステンレス製のタンクが多く使用され
つつある。しかし、貯水タンク内に水道水を給水した場
合に、水の放出にともなってその水に含まれた滅菌用の
塩素が遊離してガス化し、その塩素ガスがタンク内の水
面より上方の空間に漂う。一方、タンク内の空間部内外
の温度差により結露し、このため水滴内に前記の塩素ガ
スが容易に溶解される。
(Prior Art) Conventionally, tanks made of iron or synthetic resin have been used as water storage tanks. However, from the viewpoint of hygiene, fire resistance, and earthquake resistance, stainless steel tanks are increasingly being used these days. However, when tap water is supplied into a water storage tank, the sterilizing chlorine contained in the water is liberated and gasified as the water is released, and the chlorine gas flows into the space above the water level in the tank. Float. On the other hand, dew condensation occurs due to the temperature difference between the inside and outside of the space inside the tank, so that the chlorine gas is easily dissolved in the water droplets.

そして、外気温の上昇等により前記の水滴が蒸発し、ま
た変型なる水の放出にともない水滴に塩素ガスが連続的
に溶解して、水滴内の塩素が次第に濃縮される。そのた
め、水滴が酸化作用を呈し貯水タンクはステンレス製と
いえども腐蝕される。
Then, as the outside temperature rises, the water droplets evaporate, and as water is deformed and released, chlorine gas is continuously dissolved in the water droplets, and the chlorine in the water droplets is gradually concentrated. As a result, the water droplets exhibit an oxidizing effect and corrode the water storage tank even though it is made of stainless steel.

特に、近年は上水道の水質悪化にともない滅菌用の塩素
の溶解量が増えているため、このような腐蝕が一層顕著
である。
In particular, in recent years, as the water quality of tap water has deteriorated, the amount of dissolved chlorine for sterilization has increased, so such corrosion has become even more noticeable.

このため、タンク本体自体の腐蝕を防止するために、例
えばタンク本体の上部に補助タンクを設け、前記両タン
クにはそれぞれ水供給管と水位調整装置とを設けたもの
が提案されている(実公昭56−17583号)。
Therefore, in order to prevent corrosion of the tank body itself, it has been proposed that, for example, an auxiliary tank is provided above the tank body, and each tank is provided with a water supply pipe and a water level adjustment device (in practice). Publication No. 56-17583).

この貯水タンクにおいては、まずタンク本体に接続され
た水供給管から給水が行われる。そして、タンク本体内
の水位が所定水位に達すると、同タンク本体に設けられ
た水位調整装置が作動して前記給水が停止される。引き
続いて、補助タンクに接続された水供給管からの給水が
行われて、前記タンク本体内が満たされ、その後、補助
タンク内への給水が行われる。そして、補助タンク内に
おける水位が所定水位に達すると水位調整装置が作動し
て、その水供給管からの給水が停止される。
In this water storage tank, water is first supplied from a water supply pipe connected to the tank body. When the water level in the tank body reaches a predetermined water level, a water level adjustment device provided in the tank body is activated to stop the water supply. Subsequently, water is supplied from a water supply pipe connected to the auxiliary tank to fill the tank body, and then water is supplied to the auxiliary tank. Then, when the water level in the auxiliary tank reaches a predetermined water level, the water level adjustment device is activated and water supply from the water supply pipe is stopped.

(発明が解決しようとする問題点) ところが、前記従来の貯水タンクでは、タンク本体及び
補助タンクに接続された各水供給管が同程度の径に形成
されている。この場合、雨水供給管を大径状にすると単
位時間当たりの給水量が多くなり、タンク本体への給水
を短時間で行えるものの、このタンク本体よりも小型の
補助タンク内への給水を、所定水位となるよう行わせる
ことが困難である。また、雨水供給管を小径状にすると
単位時間当たりの給水量が少なくなり、補助タンク内へ
の給水を行いやすくなるものの、タンク本体内への給水
に時間がかかってしまうという問題がある。
(Problems to be Solved by the Invention) However, in the conventional water storage tank, the water supply pipes connected to the tank body and the auxiliary tank are formed to have approximately the same diameter. In this case, if the rainwater supply pipe is made large in diameter, the amount of water supplied per unit time will increase, and water can be supplied to the tank body in a short time, but water cannot be supplied to the auxiliary tank, which is smaller than the tank body, at a specified time. It is difficult to maintain the water level. Furthermore, if the rainwater supply pipe is made small in diameter, the amount of water supplied per unit time will be reduced, and although it becomes easier to supply water into the auxiliary tank, there is a problem in that it takes time to supply water into the tank body.

また、前記従来の貯水タンクはタンク本体と補助タンク
とにそれぞれ水供給管と水位調整装置とを設けるという
構成を採っているので、これらタンク本体及び補助タン
クにおける各水供給管と各水位調整装置とが互いに大き
く離間してしまい、それらの保守点検がしすらい。
In addition, since the conventional water storage tank has a structure in which the tank main body and the auxiliary tank are each provided with a water supply pipe and a water level adjustment device, each water supply pipe and each water level adjustment device in the tank main body and the auxiliary tank are provided. and are far apart from each other, making it difficult to maintain and inspect them.

さらに、タンク本体に接続された水供給管の吐出口は常
に貯留水内に位置するので、サイホン現象によりタンク
内の水が水供給管内を逆流するおそれがあり、その逆流
を防止するための手段を別途設けなければならないとい
う問題があった。
Furthermore, since the outlet of the water supply pipe connected to the tank body is always located within the stored water, there is a risk that the water in the tank will flow back into the water supply pipe due to a siphon effect, so measures are required to prevent this backflow. There was a problem in that it had to be provided separately.

発明の構成 (問題点を解決するための手段) 本発明は前記問題点を解消するためになされたものであ
って、第一発明の貯水タンクはタンク本体の上部に対し
これよりも小型の補助タンクを同タンク本体の内部と連
通ずるように形成し、その補助タンク内へ副給水管を導
入し、同副給水管には補助タンク内の水位が上部定水位
に達したときに給水を停止し、それ以下のときに給水を
行う上部水位調整装置を設けるとともに、補助タンク内
ヘ主給水管を導入し、同主給水管には水位が下部定水位
に達したときに給水を停止し、それ以下のときに給水を
行う下部水位調整装置を設けた貯水タンクにおいて、前
記副給水管を単位時間当たりの給水量の少ない小径状と
し、前記主給水管を補助タンクの一部より導入するとと
もに、単位時間当たりの給水量の多い大径状にし、さら
に前記下部水位調整装置によって主給水管の開閉を行う
主弁を補助タンク外に設けた貯水タンクをその要旨とす
る。
Structure of the Invention (Means for Solving the Problems) The present invention has been made to solve the above problems, and the water storage tank of the first invention has a smaller auxiliary support attached to the upper part of the tank body. A tank is formed so as to communicate with the inside of the tank body, and a sub-water supply pipe is introduced into the auxiliary tank, and water supply to the sub-water pipe is stopped when the water level in the auxiliary tank reaches the upper fixed water level. In addition to installing an upper water level adjustment device that supplies water when the water level is below that level, a main water supply pipe is introduced into the auxiliary tank, and water supply to the main water pipe is stopped when the water level reaches the lower constant water level. In a water storage tank equipped with a lower water level adjustment device that supplies water when the water is below that level, the auxiliary water supply pipe is made small in diameter so that the amount of water supplied per unit time is small, and the main water supply pipe is introduced from a part of the auxiliary tank. The gist of the water storage tank is a large diameter water tank that can supply a large amount of water per unit time, and a main valve that opens and closes the main water pipe by the lower water level adjustment device is provided outside the auxiliary tank.

また、第二発明は前記第一発明の構成に加えて、補助タ
ンク内に導入した主給水管をタンク本体側へ導くととも
に、補助タンク内の主給水管には、同主給水管の内部と
補助タンクの上部定水位よりも上方の空間とを連通し、
サイホン現象によりタンク内の水が主給水管内を逆流す
るのを防止するためのサイホン破り連通部を設けた貯水
タンクをその要旨とする。
In addition to the configuration of the first invention, the second invention also provides a main water supply pipe introduced into the auxiliary tank that leads to the tank main body side, and a main water supply pipe inside the auxiliary tank that is connected to the inside of the main water supply pipe. It communicates with the space above the upper constant water level of the auxiliary tank,
The gist of this is a water storage tank that is equipped with a siphon-breaking communication part to prevent the water in the tank from flowing back into the main water supply pipe due to the siphon phenomenon.

(作用) 前記構成を探用したことにより、第一発明において、貯
水タンク内の水位が下部定水位以下のときには、下部水
位調整装置が作動し主弁が開かれて主給水管からの給水
が行われる。このときには主給水管が単位時間当たりの
給水量の多い大径状に形成されているので、短時間でタ
ンク本体内を満たすことが可能である。そして、前記水
位が下部定水位に達すると、下部水位調整装置が作動し
主弁が閉じられて主給水管からの給水が停止される。
(Function) By exploring the above configuration, in the first invention, when the water level in the water storage tank is below the lower constant water level, the lower water level adjustment device is activated, the main valve is opened, and water is not supplied from the main water pipe. It will be done. At this time, since the main water supply pipe is formed in a large diameter shape that can supply a large amount of water per unit time, it is possible to fill the tank body in a short time. When the water level reaches the lower constant water level, the lower water level adjusting device is activated, the main valve is closed, and water supply from the main water pipe is stopped.

また、補助タンク内の水位が下部定水位よりも高くて上
部定水位以下のときには、上部水位調整装置が作動して
副給水管からの給水が行われる。
Further, when the water level in the auxiliary tank is higher than the lower constant water level and below the upper constant water level, the upper water level adjustment device is activated and water is supplied from the auxiliary water supply pipe.

このときには、副給水管が単位時間当たりの給水量の少
ない小径状に形成されているので、補助タンク内におけ
る上部定水位までの給水を効率良く行うことが可能であ
る。そして、前記水位が上部定水位に達すると、上部水
位調整装置が作動して副給水管からの給水が停止される
At this time, since the auxiliary water supply pipe is formed in a small diameter shape that supplies a small amount of water per unit time, it is possible to efficiently supply water up to the upper constant water level in the auxiliary tank. Then, when the water level reaches the upper constant water level, the upper water level adjustment device is activated and water supply from the sub-water pipe is stopped.

ところで、前記主給水管、下部水位調整装置、副給水管
及び上部水位調整装置はいずれも補助タンクに設けられ
ており、しかも前記主給水管の開閉を行うための主弁が
補助タンク外に設けられているので、これらの保守点検
を容易に行うことが可能となる。
By the way, the main water supply pipe, the lower water level adjustment device, the auxiliary water supply pipe, and the upper water level adjustment device are all provided in the auxiliary tank, and the main valve for opening and closing the main water supply pipe is provided outside the auxiliary tank. Therefore, these maintenance and inspections can be performed easily.

また、第二発明においては補助タンク内の主給水管に、
これの内部と補助タンクの上部定水位よりも上方の空間
とを連通ずるサイホン破り連通部を設けたので、前記第
一発明の作用に加え、サイホン現象によってタンク内の
水が主給水管内を逆流することが防止される。
In addition, in the second invention, the main water supply pipe in the auxiliary tank,
Since a siphon-breaking communication part is provided that communicates the inside of this tank with the space above the upper constant water level of the auxiliary tank, in addition to the effect of the first invention, the water in the tank flows back inside the main water supply pipe due to the siphon phenomenon. It is prevented from doing so.

(実施例) 以下、本発明を具体化した一実施例を図に従って説明す
る。
(Example) An example embodying the present invention will be described below with reference to the drawings.

水が貯留されたタンク本体1の天板2は外面及び内面が
中央はど上方へ高くなるように斜状に形成され、その中
央部には同タンク本体1よりも小型の補助タンク3が設
けられている。この補助タンク3の下部は前記タンク本
体1の内部と連通している。
The top plate 2 of the tank body 1 in which water is stored has an slanted outer and inner surface so that the center is higher upwards, and an auxiliary tank 3 smaller than the tank body 1 is provided at the center. It is being The lower part of this auxiliary tank 3 communicates with the inside of the tank body 1.

前記補助タンク3の上板4には、外部に開口する通気管
5と116aを有するマンホール6とがそれぞれ設けら
れている。また、補助クンク3の一方の側板にはタンク
本体1の内部へ給水を行うだめの主給水管7が接続され
ている。この主給水管7は単位時間当たりの給水量の多
い大径状に形成されている。前記主給水管7は補助タン
ク3内へ導入され、補助タンク3の上板4と平行して対
向する側板近くまで延びて下方へ折り曲げられており、
その下端開口部がタンク本体1内における下限水位であ
る下部定水位Aよりも下に導かれている。
The upper plate 4 of the auxiliary tank 3 is provided with a vent pipe 5 opening to the outside and a manhole 6 having a manhole 116a. Further, a main water supply pipe 7 for supplying water to the inside of the tank body 1 is connected to one side plate of the auxiliary tank 3. This main water supply pipe 7 is formed in a large diameter shape that can supply a large amount of water per unit time. The main water supply pipe 7 is introduced into the auxiliary tank 3, extends in parallel with the upper plate 4 of the auxiliary tank 3 to near the opposite side plate, and is bent downward,
The lower end opening is led below the lower constant water level A, which is the lower limit water level in the tank body 1.

さらに、補助タンク3内の主給水管7の折曲部分におい
て、同補助タンク3の内面と対応する部分にはサイホン
破り連通部としての複数個の透孔7aが設けられている
。そのため、これらの透孔7aによって、主給水管7の
内部と補助タンク3の上限水位である上部定水位よりも
上方の空間とが連通されることになり、サイホン現象に
よってタンク内の水が主給水管7内を逆流した場合に、
この透孔7aからその逆流した水を排出することが可能
である。また、主給水管7からの給水時にその水圧によ
り透孔7aから補助タンク3の内面に対して水を噴出さ
せることができる。なお、補助タンク3において前記主
給水管7が接続された側板と対向する側板にはオーバー
フロー管12が接続されている。
Furthermore, in the bent portion of the main water supply pipe 7 in the auxiliary tank 3, a plurality of through holes 7a are provided as siphon breaking communication portions in a portion corresponding to the inner surface of the auxiliary tank 3. Therefore, through these through holes 7a, the inside of the main water supply pipe 7 and the space above the upper constant water level, which is the upper limit water level of the auxiliary tank 3, are communicated with each other. If the water flows backwards in the water supply pipe 7,
It is possible to discharge the water that has flowed back through the through hole 7a. Further, when water is supplied from the main water supply pipe 7, the water pressure can cause water to be ejected from the through hole 7a onto the inner surface of the auxiliary tank 3. An overflow pipe 12 is connected to a side plate of the auxiliary tank 3 that faces the side plate to which the main water supply pipe 7 is connected.

前記主給水管7には下部水位調整装置としての主定位水
位弁8が設けられている。この主定位水位弁8は補助タ
ンク3外の主給水管7に介装された主弁8aと、同主弁
8aから延び、補助タンク3の上方から内部へ導入され
たバイパス管9と、そのバイパス管9の内端の吐出口に
設けられた子弁8bと、同子弁8bに取付けられたボー
ルタップ8Cとから構成されている。前記バイパス管9
の吐出口は前記上部定水位より上方に位置するように配
置されている。
The main water supply pipe 7 is provided with a main positioning water level valve 8 as a lower water level adjusting device. The main fixed water level valve 8 includes a main valve 8a installed in the main water supply pipe 7 outside the auxiliary tank 3, a bypass pipe 9 extending from the main valve 8a and introduced into the auxiliary tank 3 from above, and It consists of a child valve 8b provided at the discharge port at the inner end of the bypass pipe 9, and a ball tap 8C attached to the child valve 8b. The bypass pipe 9
The discharge port is located above the upper constant water level.

そして、前記ボールタップ8Cはタンク本体1内の水位
が下部定水位Aよりも低いと、子弁8b及び主弁8aを
開いてバイパス管9及び主給水管7からの給水を行わせ
るようになっている。また、ボールタップ8Cは前記水
位が下部定水位Aに達すると、子弁8bを閉じてバイパ
ス管9からの給水を停止させるとともに、その小弁8b
の動作に基づいて主弁8aを閉じて、主給水管7からの
給水を停止させるようになっている。
When the water level in the tank body 1 is lower than the lower constant water level A, the ball tap 8C opens the child valve 8b and the main valve 8a to supply water from the bypass pipe 9 and the main water supply pipe 7. There is. Further, when the water level reaches the lower constant water level A, the ball tap 8C closes the child valve 8b to stop water supply from the bypass pipe 9, and also closes the small valve 8b.
Based on this operation, the main valve 8a is closed and water supply from the main water supply pipe 7 is stopped.

さらに、前記主給水管7において主弁8aよりも水源側
(図の右側)の位置には、前記主給水管7よりも単位時
間当たりの給水量が少ない小径状に形成された副給水管
10が接続されている。この副給水管10は、補助タン
ク3の上方を迂回して同補助タンク3内へ導入され、そ
の内情の吐出口は前記上部定水位よりも上方にて開口し
ている。
Further, in the main water supply pipe 7, at a position closer to the water source (on the right side in the figure) than the main valve 8a, there is a sub water supply pipe 10 formed in a small diameter shape that supplies less water per unit time than the main water supply pipe 7. is connected. This auxiliary water supply pipe 10 is introduced into the auxiliary tank 3 by detouring above the auxiliary tank 3, and its discharge port opens above the upper constant water level.

前記副給水管10の吐出口には、上部水位調整装置とし
ての副定位水位弁11が設けられ、その副定位水位弁1
1にボールタップllaが取付けられている。そして、
前記ボールタップllaは、補助タンク3内の水位が上
部定水位以下のときに副定位水位弁11を開いて副給水
管lOからの給水を行わせ、同水位が上部定水位に達す
ると副定位水位弁11を閉じて副給水管10からの給水
を停止させるようになっている。
A sub-position water level valve 11 as an upper water level adjustment device is provided at the outlet of the sub-water supply pipe 10, and the sub-position water level valve 1
A ball tap lla is attached to 1. and,
The ball tap lla opens the sub-regular water level valve 11 to supply water from the auxiliary water supply pipe lO when the water level in the auxiliary tank 3 is below the upper fixed water level, and when the water level reaches the upper fixed water level, the sub-regular water level is The valve 11 is closed to stop water supply from the auxiliary water supply pipe 10.

次に、前記のように構成された本実施例の作用及び効果
を説明する。
Next, the operation and effect of this embodiment configured as described above will be explained.

タンク本体1内の水位が下部定水位A以下のときには、
子弁8bの動作に基づいて主弁8aが開かれ、主給水管
7から給水が行われる。この主給水管7は単位時間当た
りの給水量の多い大径状に形成されているので、短時間
でタンク本体1内に水を満たすことができる。なお、補
助タンク3内における主給水管7には複数個の透孔7a
が設けられているので、前記主給水管7からの給水時に
はその水圧により透孔7aから補助タンク3の内面に対
して水が噴出する。そのため、この水の噴出により同補
助タンク3の内面が洗浄されて腐蝕が防止される。そし
て、前記水位が下部定水位Aに達すると主弁8aが閉じ
られ、主給水管7からの給水が停止される。
When the water level in the tank body 1 is below the lower constant water level A,
The main valve 8a is opened based on the operation of the child valve 8b, and water is supplied from the main water supply pipe 7. Since this main water supply pipe 7 is formed in a large diameter shape that can supply a large amount of water per unit time, it is possible to fill the tank body 1 with water in a short time. Note that the main water supply pipe 7 in the auxiliary tank 3 has a plurality of through holes 7a.
is provided, so that when water is supplied from the main water supply pipe 7, water is ejected from the through hole 7a against the inner surface of the auxiliary tank 3 due to the water pressure. Therefore, the inner surface of the auxiliary tank 3 is cleaned by this jet of water and corrosion is prevented. When the water level reaches the lower constant water level A, the main valve 8a is closed and water supply from the main water pipe 7 is stopped.

補助タンク3内の水位が下部定水位Aよりも高くて上部
定水位以下のときには、副定位水位弁11が開かれ、副
給水管10からの給水が行われる。
When the water level in the auxiliary tank 3 is higher than the lower constant water level A and below the upper constant water level, the auxiliary constant water level valve 11 is opened and water is supplied from the auxiliary water supply pipe 10.

この副給水管10は前記主給水管7よりも単位時間当た
りの給水量の少ない小径状に形成されているので、少量
ずつ給水が行われる。そして、同補助タンク3内の水位
が上部定水位に達すると、副定位水位弁11が閉じられ
て、副給水管10からの給水が停止される。
Since the auxiliary water supply pipe 10 is formed to have a smaller diameter so that the amount of water supplied per unit time is smaller than that of the main water supply pipe 7, water is supplied little by little. When the water level in the auxiliary tank 3 reaches the upper constant water level, the sub-static water level valve 11 is closed and water supply from the sub-water supply pipe 10 is stopped.

ところで、本実施例では主給水管7がタンク本体1内の
貯留水に浸っているので、給水停止時にはサイホン現象
によって貯留水がこの主給水管7内を逆流する。ところ
が、補助タンク3内における主給水管7の折曲部分に、
同主給水管7の内部と補助タンク3の上部定水位よりも
上方の空間とを連通ずる複数個の透孔7aが設けられて
いるため、前記逆流した水はこれらの透孔7aからその
空間へ排出される。なお、副給水管lO及びバイパス管
9の吐出口は水面下に没しない構造となっているため、
これらに逆流が生ずることはない。
By the way, in this embodiment, the main water supply pipe 7 is immersed in the water stored in the tank body 1, so when the water supply is stopped, the stored water flows back through the main water pipe 7 due to the siphon phenomenon. However, at the bent part of the main water supply pipe 7 inside the auxiliary tank 3,
Since a plurality of through holes 7a are provided that communicate the inside of the main water supply pipe 7 and the space above the upper constant water level of the auxiliary tank 3, the water that has flowed back flows from these through holes 7a to that space. is discharged to. In addition, since the outlet of the auxiliary water supply pipe lO and the bypass pipe 9 has a structure that does not submerge under the water surface,
No backflow occurs in these.

そのため、本実施例では逆流防止弁あるいはバキューム
ブレーカ−等の逆流防止装置を従来と異なり設ける必要
がない。
Therefore, in this embodiment, there is no need to provide a backflow prevention device such as a backflow prevention valve or a vacuum breaker, unlike in the conventional case.

また、本実施例の貯水タンクにおいては、主給水管7、
副給水管10、主定位水位弁8及び副定位水位弁11が
補助タンク3に集中して設けられ、しかもその主給水管
7の開閉を行うための主弁8aが補助タンク3の外方に
設けられているので、これらは互いに近接することにな
り保守点検が容易となる。
In addition, in the water storage tank of this embodiment, the main water supply pipe 7,
The auxiliary water supply pipe 10, the main fixed water level valve 8, and the auxiliary fixed water level valve 11 are provided centrally in the auxiliary tank 3, and the main valve 8a for opening and closing the main water supply pipe 7 is located outside of the auxiliary tank 3. Since these parts are provided in close proximity to each other, maintenance and inspection becomes easy.

さらに、主定位水位弁8の単独使用においては、子弁8
bが閉弁してから主弁8aが閉弁するまで数秒から数十
秒の遅れが存在するので、オーバーフローが生ずること
がある。そのため、前記オーバーフローを避けるために
補助タンクもそのふんを見込んで大型のものを使用する
必要があるが、この実施例では主定位水位弁8及び副定
位水位弁11の二段構成になっているため、水位調整は
容易となり、従来と異なりオーバーフローの心配はなく
、補助タンク3は小型のもので良い。従、って、有効水
量当たりの使用部材が減少し、低コストを図ることが可
能となる。
Furthermore, when the main positioning water level valve 8 is used alone, the slave valve 8
Since there is a delay of several seconds to several tens of seconds after the main valve 8a closes, an overflow may occur. Therefore, in order to avoid the above-mentioned overflow, it is necessary to use a large auxiliary tank in consideration of the feces, but in this embodiment, it has a two-stage configuration of a main fixed water level valve 8 and a sub fixed water level valve 11. Therefore, the water level can be easily adjusted, and there is no need to worry about overflow, unlike in the past, and the auxiliary tank 3 can be small. Therefore, the number of members used per effective amount of water is reduced, making it possible to reduce costs.

また、貯水タンクにおいて天板がフラットのものでは基
礎の状態、溶接歪み等によりタンク本体にエア溜りを生
ずるのでこの部分が腐蝕し易くなるが、本実施例では天
板2の内面が補助タンク3に向かって傾斜しているので
エアは補助タンク3を介して通気管5から外部へ排出さ
れる。そのため、タンク本体1にエアー溜りが生ずるこ
とはなくタンク本体1の天板2の腐蝕が防止される。
In addition, if the top plate of a water storage tank is flat, air will accumulate in the tank body due to the condition of the foundation, welding distortion, etc., making this part prone to corrosion, but in this embodiment, the inner surface of the top plate 2 is Air is discharged to the outside from the ventilation pipe 5 via the auxiliary tank 3. Therefore, no air pockets are generated in the tank body 1, and corrosion of the top plate 2 of the tank body 1 is prevented.

なお、本実施例では天板2の外面も斜状に形成されてい
るので、この貯水タンクを屋外に設置した場合には雨水
を速やかに下方へ流すことができる。
In this embodiment, the outer surface of the top plate 2 is also formed in a slanted shape, so that when this water storage tank is installed outdoors, rainwater can quickly flow downward.

本発明は前記実施例に限定されるものではなく、例えば
前記補助タンク3に対し換気扇を設けることにより、補
助タンク3内の遊離ガス化している塩素ガスを補助タン
ク3外へ強制的に排出してもよい。そうすれば、補助タ
ンク3に対して悪影響を与える前記遊離ガス化している
塩素ガスが速やかに外部へ排出され、さらに腐蝕の防止
を期待できる。なお、このとき、配管等により屋外まで
前記塩素ガスを導けば、貯水タンクとともに配置される
機械室、ポンプ室等の他の機器類の腐蝕が防止される。
The present invention is not limited to the embodiments described above, and for example, by providing a ventilation fan to the auxiliary tank 3, the free gasified chlorine gas in the auxiliary tank 3 can be forcibly discharged to the outside of the auxiliary tank 3. You can. By doing so, the free gasified chlorine gas that has an adverse effect on the auxiliary tank 3 is quickly discharged to the outside, and further corrosion can be expected to be prevented. At this time, if the chlorine gas is led outdoors through piping or the like, corrosion of other equipment such as a machine room and a pump room arranged together with the water storage tank can be prevented.

また、前記実施例では主給水管7を補助タンク3の側板
に取着したがその代りに上板2に取着してもよく、さら
に、バイパス管9及び副給水管10を上板2の代りに側
板に取着したりしてもよい。
Further, in the above embodiment, the main water supply pipe 7 was attached to the side plate of the auxiliary tank 3, but it may be attached to the upper plate 2 instead. Alternatively, it may be attached to the side plate.

発明の効果 以上詳述したように第一発明によれば、タンク本体及び
補助タンク内への給水を効率良く行うことができるばか
りでなく、主給水管、副給水管、上部水位調整装置及び
下部水位調整装置の保守点検を容易に行うことができる
という効果を奏する。
Effects of the Invention As detailed above, according to the first invention, not only can water be efficiently supplied into the tank main body and the auxiliary tank, but also the main water supply pipe, the auxiliary water supply pipe, the upper water level adjustment device, and the lower part can be efficiently supplied with water. This has the effect that maintenance and inspection of the water level adjustment device can be easily performed.

また、第二発明によれば、第一発明の効果に加えてサイ
ホン現象によりタンク内の水が主給水管内を逆流するの
を防止でき、逆流防止手段を別途設ける必要がなくなる
という効果を奏する。
Further, according to the second invention, in addition to the effects of the first invention, it is possible to prevent the water in the tank from flowing back into the main water supply pipe due to the siphon phenomenon, and there is an effect that there is no need to separately provide a backflow prevention means.

【図面の簡単な説明】[Brief explanation of the drawing]

図は本発明を具体化した一実施例の断面図である。 イホン破り連通部としての透孔7 a 、下部水位調整
装置としての主定位水位弁8、主弁8a、副給水管10
、上部水位調整装置としての副定位水位弁11゜
The figure is a sectional view of an embodiment embodying the present invention. Through-hole 7a as a water-break communication part, main positioning water level valve 8 as a lower water level adjustment device, main valve 8a, sub-water supply pipe 10
, sub-positioning water level valve 11° as an upper water level adjustment device

Claims (1)

【特許請求の範囲】 1、タンク本体の上部に対しこれよりも小型の補助タン
クを同タンク本体の内部と連通するように形成し、その
補助タンク内へ副給水管を導入し、同副給水管には補助
タンク内の水位が上部定水位に達したときに給水を停止
し、それ以下のときに給水を行う上部水位調整装置を設
けるとともに、補助タンク内へ主給水管を導入し、同主
給水管には水位が下部定水位に達したときに給水を停止
し、それ以下のときに給水を行う下部水位調整装置を設
けた貯水タンクにおいて、 前記副給水管を単位時間当たりの給水量の少ない小径状
とし、前記主給水管を補助タンクの一部より導入すると
ともに、単位時間当たりの給水量の多い大径状にし、さ
らに前記下部水位調整装置によって主給水管の開閉を行
う主弁を補助タンク外に設けたことを特徴とする貯水タ
ンク。 2、タンク本体の上部に対しこれよりも小型の補助タン
クを同タンク本体の内部と連通するように形成し、その
補助タンク内へ副給水管を導入し、同副給水管には補助
タンク内の水位が上部定水位に達したときに給水を停止
し、それ以下のときに給水を行う上部水位調整装置を設
けるとともに、補助タンク内へ主給水管を導入し、同主
給水管には水位が下部定水位に達したときに給水を停止
し、それ以下のときに給水を行う下部水位調整装置を設
けた貯水タンクにおいて、 前記副給水管を単位時間当たりの給水量の少ない小径状
とし、前記主給水管を単位時間当たりの給水量の多い大
径状にするとともに、前記下部水位調整装置によって主
給水管の開閉を行う主弁を補助タンク外に設け、さらに
補助タンク内に導入した主給水管をタンク本体側へ導く
とともに、補助タンク内の主給水管には、同主給水管の
内部と補助タンクの上部定水位よりも上方の空間とを連
通し、サイホン現象によりタンク内の水が主給水管内を
逆流するのを防止するためのサイホン破り連通部を設け
たことを特徴とする貯水タンク。3、前記サイホン破り
連通部は複数個の透孔である特許請求の範囲第2項に記
載の貯水タンク。 4、前記主給水管は補助タンク側面から導入され、補助
タンク上板と平行して対向側面近くまで延び、下方へ折
り曲げられてタンク本体の下部定水位下に導かれている
特許請求の範囲第3項に記載の貯水タンク。
[Claims] 1. A smaller auxiliary tank is formed in the upper part of the tank body so as to communicate with the inside of the tank body, and a sub-water supply pipe is introduced into the auxiliary tank, and the auxiliary water supply pipe is introduced into the auxiliary tank. The pipe is equipped with an upper water level adjustment device that stops water supply when the water level in the auxiliary tank reaches the upper fixed water level and resumes water supply when the water level is below that level. In a water storage tank where the main water supply pipe is equipped with a lower water level adjustment device that stops water supply when the water level reaches the lower fixed water level and resumes water supply when the water level is lower than that, the sub water supply pipe is connected to the water supply amount per unit time. The main water supply pipe is introduced from a part of the auxiliary tank and has a large diameter that allows for a large amount of water to be supplied per unit time, and the main valve opens and closes the main water supply pipe using the lower water level adjustment device. A water storage tank characterized in that a water storage tank is provided outside the auxiliary tank. 2. Form a smaller auxiliary tank on the top of the tank body so that it communicates with the inside of the tank body, introduce a sub-water supply pipe into the auxiliary tank, and connect the auxiliary water supply pipe to the auxiliary tank. In addition to installing an upper water level adjustment device that stops water supply when the water level reaches the upper fixed water level and resumes water supply when the water level is lower than that, a main water supply pipe is introduced into the auxiliary tank, and the water level is In a water storage tank equipped with a lower water level adjustment device that stops water supply when the lower water level reaches a fixed lower water level and resumes water supply when the water level is lower than that level, the sub water supply pipe has a small diameter shape that allows for a small amount of water to be supplied per unit time, The main water supply pipe is made to have a large diameter that can supply a large amount of water per unit time, and a main valve that opens and closes the main water supply pipe by the lower water level adjustment device is provided outside the auxiliary tank, and a main valve introduced into the auxiliary tank is installed. In addition to leading the water supply pipe to the tank main body side, the main water supply pipe in the auxiliary tank communicates the inside of the main water supply pipe with the space above the upper constant water level of the auxiliary tank, and the water in the tank is prevented by a siphon phenomenon. A water storage tank characterized by being provided with a siphon-breaking communication part to prevent water from flowing backward in a main water supply pipe. 3. The water storage tank according to claim 2, wherein the siphon breaking communication portion is a plurality of through holes. 4. The main water supply pipe is introduced from the side of the auxiliary tank, extends parallel to the top plate of the auxiliary tank to near the opposite side, is bent downward, and is led below the constant water level of the lower part of the tank body. The water storage tank described in Section 3.
JP63213414A 1988-08-26 1988-08-26 Water tank Granted JPH0272084A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63213414A JPH0272084A (en) 1988-08-26 1988-08-26 Water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63213414A JPH0272084A (en) 1988-08-26 1988-08-26 Water tank

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP63213413A Division JPH01111695A (en) 1988-08-26 1988-08-26 Water storage tank

Publications (2)

Publication Number Publication Date
JPH0272084A true JPH0272084A (en) 1990-03-12
JPH0563391B2 JPH0563391B2 (en) 1993-09-10

Family

ID=16638834

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63213414A Granted JPH0272084A (en) 1988-08-26 1988-08-26 Water tank

Country Status (1)

Country Link
JP (1) JPH0272084A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07180195A (en) * 1993-12-24 1995-07-18 Sayama Seisakusho:Kk Water supply unit
JP2008196669A (en) * 2007-02-15 2008-08-28 Rinnai Corp Pilot type on-off valve
CN106241095A (en) * 2016-08-30 2016-12-21 安庆三维电器有限公司 A kind of vehicle-mounted Large Copacity water tank
CN113216328A (en) * 2021-05-14 2021-08-06 陈如岩 Municipal administration secondary water supply equipment

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53135011A (en) * 1977-04-28 1978-11-25 Tokyo Tatsuno Kk Oiling device
JPS5617583U (en) * 1979-07-18 1981-02-16

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53135011A (en) * 1977-04-28 1978-11-25 Tokyo Tatsuno Kk Oiling device
JPS5617583U (en) * 1979-07-18 1981-02-16

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07180195A (en) * 1993-12-24 1995-07-18 Sayama Seisakusho:Kk Water supply unit
JP2008196669A (en) * 2007-02-15 2008-08-28 Rinnai Corp Pilot type on-off valve
CN106241095A (en) * 2016-08-30 2016-12-21 安庆三维电器有限公司 A kind of vehicle-mounted Large Copacity water tank
CN113216328A (en) * 2021-05-14 2021-08-06 陈如岩 Municipal administration secondary water supply equipment

Also Published As

Publication number Publication date
JPH0563391B2 (en) 1993-09-10

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